混凝土高坝系统的地震响应分析研究进展概述
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摘要
本文从5个方面总结了混凝土高坝体系地震响应分析的最新进展及所存在的问题,其内容包括:(1)坝体伸缩横缝开合的接触非线性研究;(2)坝基远域能量逸散效应的模拟;(3)坝体-库水动力相互作用;(4)坝肩抗震稳定分析研究;(5)坝体及地基非线性分析研究。最后提出了当前高坝系统地震动分析所面临的研究课题。
This paper summarized recent advances and issues in the research on seismic responses of the high arch dam system.The contents include:(1) dynamic contact problems of the contraction joints of dam bodies;(2) simulations of the energy dissipation of the far-field foundation region;(3) interactions of dam foundation and reservoir water;(4) the stability of dam abutments;(5) the nonlinear analyses of dam bodies and foundations.This paper also presented the current research topics on the seismic response analyses of high dam systems.
This paper summarized recent advances and issues in the research on seismic responses of the high arch dam system.The contents include:(1) dynamic contact problems of the contraction joints of dam bodies;(2) simulations of the energy dissipation of the far-field foundation region;(3) interactions of dam foundation and reservoir water;(4) the stability of dam abutments;(5) the nonlinear analyses of dam bodies and foundations.This paper also presented the current research topics on the seismic response analyses of high dam systems.
引文
[1]Clough R W.Non-linear mechanisms in the seismic response of arch dams[C]//Proc.Int.Res.Conf.Earth quake Eng.Skopje,Yugoslavia,1980:669-684.
[2]Fenves G L,Mojtahedi S,Reimer R B.ADAP88:a computer program for nonlinear earthquake analysis of con crete arch dams[R].Report No.EERC89-12,Earthquake Engineering Research Center,University of Califor nia,Berkeley,CA.,1989.
[3]Liu Jingbo,Wang Duo,Yao Ling.A contact force model in the dynamic analysis of contactable cracks[J].ActMechanic Solid Sinic,1993,6(4):439-452.
[4]Zhang C H,Pekau O A,Jin F.Application of distinct element method in dynamic analysis of high rock slopesand blocky structures[J].Soil Dynamics and Earthquake Engineering,1997,160:385-394.
[5]Lua D T,Boruziaan B,Razaqpur A G.Modeling of contraction joint and shear sliding effects on earthquake re sponse of arch dams[J].Earthquake Engineering and Structural Dynamics,1998,27:1013-1029.
[6]涂劲,陈厚群,杜修力.高拱坝非线性地震反应分析中横缝模拟方案研究[J].水力发电学报,2001,73(2):18-24.
[7]龙渝川,周元德,张楚汉.基于两类横缝接触模型的拱坝非线性动力响应研究[J].水利学报,2005,36(9):1094-1099.
[8]Bathe K J,Chaudhary A.A solution method for planar and axisymmetric contact problems[J].International Jour nal for Numerical Methods in Engineering,1985,21(1):65-88.
[9]胡志强.考虑坝一基动力相互作用的有横缝拱坝地震响应分析[D].大连:大连理工大学,2003.
[10]Niwa A,Clough RW.Non-linear seismic response of arch dams[J].Earthquake Engineering and Structural Dy namic,1982,10:267-281.
[11]Taskov L,Jurukovski D.Shaking table tests of an arch dam fragment[C]//Proc.of China-U.S.Workshop onearthquake behavior of arch dams.Beijing,1987:215-226.
[12]陈厚群,李德玉,胡晓,等.有横缝拱坝的非线性动力模型试验和计算分析研究[J].地震工程和工程振动,1995,15(4):10-26.
[13]盛志刚,张楚汉,王光纶,等.拱坝横缝非线性动力响应的模型试验和计算分析[J].水力发电学报,2003,80(1):34-43.
[14]Chen Houqun,Ma Huaifa,et al.Parallel computation of seismic analysis of high arch dam[J].Earthquake Engi neering and Engineering Vibration,2008,7(1):1-11.
[15]王立涛.复杂水工结构地震动响应并行计算研究[D].北京:中国水利水电科学研究院,2010.
[16]梁国平.有限元语言[M].北京:科学出版社,2008.
[17]Zhang Chuhan,Xu Yanjie,Wang Guanglun,et al.Non-linear seismic response of arch dams with contractionjoint opening and joint reinforcements[J].Earthquake Engineering and Structural Dynamics,2000,29:1547-1566.
[18]陈厚群,王海波,李德玉.金沙江溪洛渡水电站双曲拱坝动力分析和动力模型试验研究报告[R].北京:中国水利水电科学研究院,2001.
[19]Lyamer J,Kuhlemeyer R L.Finite dynamic model for infinite media[J].Journal Engineering Methods,1969,95(EM4):859-877.
[20]Zienkievicz O C,Bettess P.Infinite element in study of fluid-structure interaction problems[C]//Second Int.Symp.Computing Methods in Applied Science Engineering.IRIA,Versailles,france,1975:133-172.
[21]Zhang Boyan.The calculation of the free field response of a canyon[J].Japan Society of Civil Engineers,1993,10(3):129-137.
[22]Chopra A K,Tan H.Modeling dam-foundation interaction in analysis of arch dams[C]//Proc.10th World Conf.Earthquake Eng.Madrid,1992,8:4623-4626.
[23]Dominguez J,et al.Model for the seismic analysis of arch dams including interaction effects[C]//Proc.10thWCE.IMadrid,Spain,1992:6763-6782.—6—
[24]Zhang Chuhan,Jin Feng,Pekau O A.Time Domain procedure of FE-BE-IBE coupling for seismic interaction ofarch dams and canyon[J].Earthquake Engineering and Structural Dynamic,1995,24:1651-1666.
[25]阎俊义,金峰,张楚汉.基于线性系统理论的FE-SBFE时域耦合方法[J].清华大学学报(自然科学版),2003,43(11):1554-1557.
[26]陈建云,李健波,林皋,等.结构-地基动力相互作用时域数值分析的显-隐式分区异步长递归算法[J].岩石力学与工程学报,2007,26(12):2481-2487.
[27]Li J B,Yang J,Lin G.A stepwise damping-solvent extraction method for large-scale dynamic soil-structure in teraction analysis in time domain[J].International Journal for Numerical and Aanalytical Methods in Geomechan ics,2008,32:415-436.
[28]刘晶波,吕彦东.结构--地基动力相互作用问题分析的一种直接方法[J].土木工程学报,1998,31(3):55-64.
[29]廖振鹏.工程波动理论导论(第二版)[M].北京:科学出版社,2002.
[30]杜建国,林皋,胡志强.非均质无限地基上高拱坝的动力响应分析[J].岩石力学与工程学报,2006,25(2):4105-4111.
[31]Westergaard H M.Water pressures on dams during earthquakes[J].Trans.Amer.Soc.Civ.Eng.,1993,98:418-433.
[32]Brahtz H A,Heilbron C H.Discussion of water pressures on dams during earthquakes[J].Trans.ASCE,1933,98:452-460.
[33]Kotsubo S.Dynamic water pressure on dams due to irregular earthquakes[J].Memoirs Faculty of Engineering,Kyushu University,Fukuoka,Japan,1959,18(4):119-129.
[34]Chopra A K.Hydrodynamic pressures on dams during earthquake[J].J.Engng.Mech.Div.,ASCE,1967,93(EM6):205-223.
[35]Chakrabarti P,Chopra A K.Earthquake analysis of gravity dams including hydrodynamic interaction[J].Earth quake Engineering and Structural Dynamics,1973,2(2):143-160.
[36]Porter G S,Chopra A K.Dynamic effects of simple arch dams including hydrodynamic interaction[J].Earth quake Engineering and Structural Dynamics,1981,11(6):573-597.
[37]Saini S S,Bettess P,Zienkiewicz O C.Coupled hydrodynamic response of concrete gravity dams using finite andinfinite elements[J].Earthquake Engineering and Structural Dynamics,1978,6(4):363-374.
[38]Nath B.Natural frequencies of arch dam reservoir systems-by a mapping finite element method.EarthquakeEngng[J].Struct.Dynam,1982,10(5):719-734.
[39]Fok K L,Chopra A K.Water compressibility in earthquake response of arch dam[J].Journal of Structural Engi neering,ASCE,1987,113(5):958-975.
[40]王进廷.高混凝土坝-可压缩库水-淤砂-地基系统的地震反应分析研究[D].北京:中国水利水电科学研究院,2001.
[41]钟红,林皋,李建波,等.高拱坝地震损伤破坏的数值模拟[J].水利学报,2008,39(7):848-853.
[42]Chopra A K.Earthquake analysis of arch dams:factors to be considered[C]//14WCEE.Beijing,2008.
[43]张伯艳,陈厚群.混凝土拱坝横缝对坝肩抗震稳定的影响[J].水利水电技术,2002,33(6):9-13.
[44]张伯艳,陈厚群,涂劲.基于动接触力法的拱坝抗震稳定有限元分析[J].水利学报,2004,35(10):7-12.
[45]Ayari M L,Saouma V E.A fracture mechanics based seismic analysis of concrete gravity dams using discretecracks[J].Engng.Fracture Mech.,1990,35:587-598.
[46]Pekau O A,Zhang Chunhan,Feng Lingmin.Seismic fracture analysis of concrete gravity dams[J].EarthquakeEng.Struct.Dyn.,1991,20:335-354.
[47]El-Aidi B,Hall J F.Nonlinear earthquake response of concrete gravity dams[J].PartⅠ:Modeling.Earth quake Eng Struct Dyn,1989,18:837-851.
[48]Bazant Z P,BH O h.Crack band theory for fracture of concrete[J].Mat.and Struct.,1983,16(93):155-177.
[49]Bhattacharjee S S,Leger P.Seismic cracking and energy dissipation in concrete gravity dams[J].EarthquakeEngng.Struct.Dyn.,1993,22:991-1007.
[50]潘坚文,王进廷,张楚汉.超强地震作用下拱坝的损伤开裂分析[J].水利学报,2007,38(2):148-149.
[51]Lin Gao,Du Jianguo,Hu Zhiqiang.Dynamic dam-reservoir interaction analysis including effect of reservoirboundary absorption[J].Science in China Series E:Technological Sciences,2007,50(S1):1-10.
[52]Shen Chungkang,Chen Houqun,Zhang Chuhan,et al.Earthquakes induced by reservoir impounding and theireffect on Hsingfengjiang dam[J].Scientia Sinica,1974,17(2):239-272.
[53]Koyna1968.Koyna earthquake of11December,1967[R].Report of the UNESCO Committee of Experts,NewDelhi,1968.
[54]Donlon W P,Hall J F.Shaking table study of concrete gravity dam monoliths[J].Earthquake Engineering&Structural Dynamics,1991,20(8):769-786.
[55]Mir R A,Taylor C A.Experimental investigation into earthquake-induced failure of medium to low height con crete gravity dams[J].Earthquake Engineering&Structural Dynamics,1995,24(3):373-393.
[56]祁建华,曹增延,唐继儒,等.二滩拱坝抗震性能的动力模型试验研究[R].北京:中国水利水电科学研究院,1991.
[57]Zhou J,Lin G,Zhu T,et al.Experimental investigation into seismic failure of high arch dams[J].Journal ofStructural Engineering,2000,126(8):926-935.
[2]Fenves G L,Mojtahedi S,Reimer R B.ADAP88:a computer program for nonlinear earthquake analysis of con crete arch dams[R].Report No.EERC89-12,Earthquake Engineering Research Center,University of Califor nia,Berkeley,CA.,1989.
[3]Liu Jingbo,Wang Duo,Yao Ling.A contact force model in the dynamic analysis of contactable cracks[J].ActMechanic Solid Sinic,1993,6(4):439-452.
[4]Zhang C H,Pekau O A,Jin F.Application of distinct element method in dynamic analysis of high rock slopesand blocky structures[J].Soil Dynamics and Earthquake Engineering,1997,160:385-394.
[5]Lua D T,Boruziaan B,Razaqpur A G.Modeling of contraction joint and shear sliding effects on earthquake re sponse of arch dams[J].Earthquake Engineering and Structural Dynamics,1998,27:1013-1029.
[6]涂劲,陈厚群,杜修力.高拱坝非线性地震反应分析中横缝模拟方案研究[J].水力发电学报,2001,73(2):18-24.
[7]龙渝川,周元德,张楚汉.基于两类横缝接触模型的拱坝非线性动力响应研究[J].水利学报,2005,36(9):1094-1099.
[8]Bathe K J,Chaudhary A.A solution method for planar and axisymmetric contact problems[J].International Jour nal for Numerical Methods in Engineering,1985,21(1):65-88.
[9]胡志强.考虑坝一基动力相互作用的有横缝拱坝地震响应分析[D].大连:大连理工大学,2003.
[10]Niwa A,Clough RW.Non-linear seismic response of arch dams[J].Earthquake Engineering and Structural Dy namic,1982,10:267-281.
[11]Taskov L,Jurukovski D.Shaking table tests of an arch dam fragment[C]//Proc.of China-U.S.Workshop onearthquake behavior of arch dams.Beijing,1987:215-226.
[12]陈厚群,李德玉,胡晓,等.有横缝拱坝的非线性动力模型试验和计算分析研究[J].地震工程和工程振动,1995,15(4):10-26.
[13]盛志刚,张楚汉,王光纶,等.拱坝横缝非线性动力响应的模型试验和计算分析[J].水力发电学报,2003,80(1):34-43.
[14]Chen Houqun,Ma Huaifa,et al.Parallel computation of seismic analysis of high arch dam[J].Earthquake Engi neering and Engineering Vibration,2008,7(1):1-11.
[15]王立涛.复杂水工结构地震动响应并行计算研究[D].北京:中国水利水电科学研究院,2010.
[16]梁国平.有限元语言[M].北京:科学出版社,2008.
[17]Zhang Chuhan,Xu Yanjie,Wang Guanglun,et al.Non-linear seismic response of arch dams with contractionjoint opening and joint reinforcements[J].Earthquake Engineering and Structural Dynamics,2000,29:1547-1566.
[18]陈厚群,王海波,李德玉.金沙江溪洛渡水电站双曲拱坝动力分析和动力模型试验研究报告[R].北京:中国水利水电科学研究院,2001.
[19]Lyamer J,Kuhlemeyer R L.Finite dynamic model for infinite media[J].Journal Engineering Methods,1969,95(EM4):859-877.
[20]Zienkievicz O C,Bettess P.Infinite element in study of fluid-structure interaction problems[C]//Second Int.Symp.Computing Methods in Applied Science Engineering.IRIA,Versailles,france,1975:133-172.
[21]Zhang Boyan.The calculation of the free field response of a canyon[J].Japan Society of Civil Engineers,1993,10(3):129-137.
[22]Chopra A K,Tan H.Modeling dam-foundation interaction in analysis of arch dams[C]//Proc.10th World Conf.Earthquake Eng.Madrid,1992,8:4623-4626.
[23]Dominguez J,et al.Model for the seismic analysis of arch dams including interaction effects[C]//Proc.10thWCE.IMadrid,Spain,1992:6763-6782.—6—
[24]Zhang Chuhan,Jin Feng,Pekau O A.Time Domain procedure of FE-BE-IBE coupling for seismic interaction ofarch dams and canyon[J].Earthquake Engineering and Structural Dynamic,1995,24:1651-1666.
[25]阎俊义,金峰,张楚汉.基于线性系统理论的FE-SBFE时域耦合方法[J].清华大学学报(自然科学版),2003,43(11):1554-1557.
[26]陈建云,李健波,林皋,等.结构-地基动力相互作用时域数值分析的显-隐式分区异步长递归算法[J].岩石力学与工程学报,2007,26(12):2481-2487.
[27]Li J B,Yang J,Lin G.A stepwise damping-solvent extraction method for large-scale dynamic soil-structure in teraction analysis in time domain[J].International Journal for Numerical and Aanalytical Methods in Geomechan ics,2008,32:415-436.
[28]刘晶波,吕彦东.结构--地基动力相互作用问题分析的一种直接方法[J].土木工程学报,1998,31(3):55-64.
[29]廖振鹏.工程波动理论导论(第二版)[M].北京:科学出版社,2002.
[30]杜建国,林皋,胡志强.非均质无限地基上高拱坝的动力响应分析[J].岩石力学与工程学报,2006,25(2):4105-4111.
[31]Westergaard H M.Water pressures on dams during earthquakes[J].Trans.Amer.Soc.Civ.Eng.,1993,98:418-433.
[32]Brahtz H A,Heilbron C H.Discussion of water pressures on dams during earthquakes[J].Trans.ASCE,1933,98:452-460.
[33]Kotsubo S.Dynamic water pressure on dams due to irregular earthquakes[J].Memoirs Faculty of Engineering,Kyushu University,Fukuoka,Japan,1959,18(4):119-129.
[34]Chopra A K.Hydrodynamic pressures on dams during earthquake[J].J.Engng.Mech.Div.,ASCE,1967,93(EM6):205-223.
[35]Chakrabarti P,Chopra A K.Earthquake analysis of gravity dams including hydrodynamic interaction[J].Earth quake Engineering and Structural Dynamics,1973,2(2):143-160.
[36]Porter G S,Chopra A K.Dynamic effects of simple arch dams including hydrodynamic interaction[J].Earth quake Engineering and Structural Dynamics,1981,11(6):573-597.
[37]Saini S S,Bettess P,Zienkiewicz O C.Coupled hydrodynamic response of concrete gravity dams using finite andinfinite elements[J].Earthquake Engineering and Structural Dynamics,1978,6(4):363-374.
[38]Nath B.Natural frequencies of arch dam reservoir systems-by a mapping finite element method.EarthquakeEngng[J].Struct.Dynam,1982,10(5):719-734.
[39]Fok K L,Chopra A K.Water compressibility in earthquake response of arch dam[J].Journal of Structural Engi neering,ASCE,1987,113(5):958-975.
[40]王进廷.高混凝土坝-可压缩库水-淤砂-地基系统的地震反应分析研究[D].北京:中国水利水电科学研究院,2001.
[41]钟红,林皋,李建波,等.高拱坝地震损伤破坏的数值模拟[J].水利学报,2008,39(7):848-853.
[42]Chopra A K.Earthquake analysis of arch dams:factors to be considered[C]//14WCEE.Beijing,2008.
[43]张伯艳,陈厚群.混凝土拱坝横缝对坝肩抗震稳定的影响[J].水利水电技术,2002,33(6):9-13.
[44]张伯艳,陈厚群,涂劲.基于动接触力法的拱坝抗震稳定有限元分析[J].水利学报,2004,35(10):7-12.
[45]Ayari M L,Saouma V E.A fracture mechanics based seismic analysis of concrete gravity dams using discretecracks[J].Engng.Fracture Mech.,1990,35:587-598.
[46]Pekau O A,Zhang Chunhan,Feng Lingmin.Seismic fracture analysis of concrete gravity dams[J].EarthquakeEng.Struct.Dyn.,1991,20:335-354.
[47]El-Aidi B,Hall J F.Nonlinear earthquake response of concrete gravity dams[J].PartⅠ:Modeling.Earth quake Eng Struct Dyn,1989,18:837-851.
[48]Bazant Z P,BH O h.Crack band theory for fracture of concrete[J].Mat.and Struct.,1983,16(93):155-177.
[49]Bhattacharjee S S,Leger P.Seismic cracking and energy dissipation in concrete gravity dams[J].EarthquakeEngng.Struct.Dyn.,1993,22:991-1007.
[50]潘坚文,王进廷,张楚汉.超强地震作用下拱坝的损伤开裂分析[J].水利学报,2007,38(2):148-149.
[51]Lin Gao,Du Jianguo,Hu Zhiqiang.Dynamic dam-reservoir interaction analysis including effect of reservoirboundary absorption[J].Science in China Series E:Technological Sciences,2007,50(S1):1-10.
[52]Shen Chungkang,Chen Houqun,Zhang Chuhan,et al.Earthquakes induced by reservoir impounding and theireffect on Hsingfengjiang dam[J].Scientia Sinica,1974,17(2):239-272.
[53]Koyna1968.Koyna earthquake of11December,1967[R].Report of the UNESCO Committee of Experts,NewDelhi,1968.
[54]Donlon W P,Hall J F.Shaking table study of concrete gravity dam monoliths[J].Earthquake Engineering&Structural Dynamics,1991,20(8):769-786.
[55]Mir R A,Taylor C A.Experimental investigation into earthquake-induced failure of medium to low height con crete gravity dams[J].Earthquake Engineering&Structural Dynamics,1995,24(3):373-393.
[56]祁建华,曹增延,唐继儒,等.二滩拱坝抗震性能的动力模型试验研究[R].北京:中国水利水电科学研究院,1991.
[57]Zhou J,Lin G,Zhu T,et al.Experimental investigation into seismic failure of high arch dams[J].Journal ofStructural Engineering,2000,126(8):926-935.
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